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Home My WebLink About017 S.1 - Braced Wall Line - Cottage Ac Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by: Drafting & Design, IncEG CONSTRUCTION, LLCEUGEN GRAFPO BOX 10906BOZEMAN, MT 59714406-579-8248B24-0328-5Blackmore Cottages - ABON TON AVE.BOZEMAN, MONTANABLACKMORE COTTAGECO. LLC-Allison Subdivision-Master Copy D. Johnston 15 Oct 21 D. Johnston 20 Apr 24 D. Johnston 24 Aug 21 D. Johnston 25 Aug 21 D. Johnston 04 May 24IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2024 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and written material contained or described herein are the sole property of IMPACT Drafting & Design Inc. and as such may not be altered, duplicated, used or disclosed without written consent from IMPACT Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering,construction or materials. Individual contractors are responsible for meeting codes.IMPACT D. Johnston 13 May 24 C. Johnston 15 May 24CONTACT/OWNERS.1 1/4" = 1'Braced Wall Line PRODUCT TYP. BASE PLATE MANUFACTURER SIMPSON USP AB66 PB66 HANGER ITT THO SIMPSON TO USP CONNECTOR CONVERSION JB28 JL28 STRAP MSTA 24 MSTA24 MSTA 48 MSTA 49 LTP4 MP4F HURRICANE TIES A35 MPA1 H1 RT15 H2.5 RT7 1st Braced Wall Lines (Designed as 1-story with a Loft) scale: 1/4" = 1' SEE APA REPORT FOR BRACED WALL PANEL INFORMATION *Note: When exterior wall shear wall lines or Braced Wall Panels are not in one plane vertically from the foundation to uppermost story, the following conditions must be met: 1.Floor joists must be 16" o.c. or closer 2.Ratio of back span of a cantilever is no greater than 2:1 3.Floor joists at the ends of the Braced Wall Panels are doubled 4.A continuous rim joist is used 5.Gravity loads are uniform. TABLE R602.10.4 - BRACING METHODS MATERIAL MIN. THICKNESS FASTENERS WSP Wood Structural Panel (R604) 3/8″Ext. sheathing per Table R602.3(3). Interior sheathing per Table R602.3(1) or R602.3(2) 6″ edges 12″ field Varies by fastener BV-WSP Wood Structural Panels w. Stone or Masonry Veneer (R602.10.6.5) 7/16″8d common (2 1/2″ × 0.131) nails 4″ at panel edges 12″at intermediate supports 4″at braced wall panel end posts GB Gypsum Board *for intermittent bracing my not mix within BWL 1/2″Nails or screws per Table R602.3(1) for exterior locations. Nails or screws per Table R702.3.5 for interior locations All braced wall panel locations: 7″ edges (inc. top and bottom plates) 7″ field ABW Alternate Braced Wall 3/8″See Section R602.10.6.1 See Section R602.10.6.1 PFH Portal Frame w. Hold-downs 3/8″See Section R602.10.6.2 See Section R602.10.6.2 PFG Portal Frame at Garage 7/16″See Section R602.10.6.3 See Section R602.10.6.3 Braced Wall Lines (BWL) and Braced Wall Panels (BWP) Bracing is required in accordance with R602.10. All exterior and interior walls parallel to a Braced Wall Line shall be offset not more than 4 feet and Braced Wall Panels shall be full-height sections with no vertical or horizontal offsets (R602.10.2). BWP shall begin within 10 feet from each end of a braced wall line. Distance between Braced Wall Panels in a Braced Wall Line shall be no greater than 20 feet. (R602.10.2.2). Per R602.10.2.3 a BWL with a length of 16' or less shall have a minimum of two braced wall panels of any length or one BWP equal to or greater than 48”. BWL greater than 16' shall have a minimum of two BWP. The end of a BWL shall be the intersection with a perpendicular BWL (R602.10.1.1). For additional spacing information see Tables R602.10.3 CONTINUOUS SHEATHING METHOD (R602.10.4.2) require structural panel sheathing to be used on ALL sheathable surfaces ON ONE SIDE of a Braced Wall Line, including ares above and below openings and gable end walls (R602.10.7). See Figure R602.10.7 for the five acceptable End Conditions. There are 16 Bracing Methods in addition to Continuous Sheathing allowed (R602.10.4); the most common ones are listed below. SPACING MIN. 3" X 11-1/4" NET HEADER STEEL HEADER PROHIBITED 12' MAX TOTAL WALL HEIGHT10' MAX HEIGHTPONYWALL HEIGHT EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 2' - 18' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAIL IN 3" GRID PATTERN AS SHOWN HEADER TO JACK-STUD STRAP PER TABLE R602 10.6.4 ON BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING MIN DOUBLE 2X4 FRAMING COVERED WITH MIN. 3/8" THICK WOOD STRUCTURAL PANEL SHEATHING WITH 8D COMMON OR GALVANIZED BOX NAILS AT 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. MIN. LENGTH OF PANEL PER TABLE R602.10.5 MIN. (2) 3500 LB STRAP - TYPE HOLD - DOWNS (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) MIN. REINFORCING OF FOUNDATION, ONE #4 BAR TOP AND BOTTOM OF FOOTING LAP BARS 15" MINIM MIN. FOOTING SIZE UNDER OPENING IS 12" X 12" A TURNED- DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS. MIN. (1) 5/8" DIAMETER ANCHOR BOLT INSTALLED PER R403.1.6 - WITH 2" x 2" x 3/16" PLATE WASHER TENSION STRAP PER TABLE R602 10.6.4 (ON OPPOSITE SIDE OF SHEATHING) IF NEEDED, PANEL SPLICE EDGES SHALLOCCUR OVER AND BE NAILED TO COMMON BLOCKING WITHIN MIDDLE 24" OF WALL MID. HEIGHT. ONE ROW OF 3" O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. TYPICAL PORTAL FRAME CONSTRUCTION MIN. DOUBLE 2x4 POST (KING AND JACK STUD) NUMBER OF JACK STUDS PER TABLES R602.7(1) & (2) MIN. 1000 LB HOLD-DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) FASTEN TOP PLATE TOHEADER WITHTWO ROWS OF160 SINKER NAILS AT 3" O.C. TYP. MIN 3/8" WOOD STRUCTURAL PANEL SHEATHING FRONT ELEVATION SECTION METHOD PFH - PORTAL FRAME WITH STRAP- STYLE HOLD-DOWNS (c) 2022 iddi - dwj FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES MIN. 24 INCH WOOD STRUCTURAL PANEL SHEATHING OR 32 INCH STRUCTURAL FIBERBOARD CORNER RETURN 160 NAIL (3-1/2" x0.131") AT 12 INCH O.C. CONTINUOUS WOOD STRUCTURAL PANEL OR WALL LINE SEE TABLE R602.3(1) FOR FASTENING OPTIONAL NONSTRUCTURAL FILLER PANEL GYPSUM WALLBOARD AND INSTALLED IN ACCORDANCE WITH CHAPTER 7 ORIENTATION OF STUDS MAY VARY SEE FIGURE R602.3(2) SEE TABLE R602.3(1) FOR FASTENING 2 METHOD PFH (PORTAL FRAME WITH HOLDDOWNS) SEE TABLE R602.3(1) FOR FASTENING ORIENTATION OF STUDS MAY VARY SEE FIGURE R602.3(2) 160 NAIL (3-1/2" x 0.131") AT 12 INCH O.C. GYPSUM WALLBOARD AND INSTALLED IN ACCORDANCE WITH CHAPTER 7 MIN. 24 INCH WOOD STRUCTURAL PANEL SHEATHING OR 32 INCH STRUCTURAL FIBERBOARD CORNER RETURN CONTINUOUS WOOD STRUCTURAL PANEL OR STRUCTURAL FIBER BOARD WALL LINE 4 TYP.(a) OUTSIDE CORNER DETAIL 5 TYP.(b) INSIDE CORNER DETAIL 160 NAIL (3 1/2" x0.131") 2 ROWS AT 24 INCH O.C. GYPSUM WALLBOARD AS REQUIRED AND INSTALLED IN ACCORDANCE WITH CHAPTER 7 OPTIONAL BLOCKING FOR GYPSUM WALL BOARD SEE TABLE R602.3(1) FOR FASTENING MIN. 24 INCH WOOD STRUCTURAL PANEL OR 32 INCH STRUCTURAL FIBERBOARD SHEATHING (BOTH EDGES AT CORNER) SEE TABLE R602.3(1) FOR FASTENING OPTIONAL NONSTRUCTURALFILLER PANEL FASTENERS ON BOTH STUDS AT EACH PANEL EDGE CONTINUOUS WOOD STRUCTURAL PANEL OR STRUCTURAL FIBER BOARD WALL LINE CONTINUOUS RIM OR END JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d @16" O.C. ALONGBRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST PERPENDICULAR FRAMING PERPENDICULAR FRAMING 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d @16" O.C. ALONGBRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL CONTINUOUS RIM OR END JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL FIGURE R602.10.8(1) BRACED WALL PANEL WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING 3-16d @16" O.C. ALONG BRACED WALL PANEL CONTINUOUS RIM OR BAND JOIST 8d @ 6" O.C. ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL BRACED WALL PANEL 3-16d @16" O.C. ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBERDIRECTLY BELOW BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL PANEL 3-16d @16" O.C. AT EACH BLOCKING MEMBER BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER 3-16d NAILS EACH SIDE FIGURE R602.8.6(2) BRACED WALL PANEL WHEN PARALLEL TO FLOOR/CEILING FRAMING = BRACED WALL PANEL= Hold-down per R602.10.6.4&5 Label indicates side of bracing. Double sides will have double labels Interior Braced Wall Panels to be connected to solid framing (blocking or double joists as required) w. (3) 16d nails 16" O.C.